skimming this because the last time i did FEA was in 2016. cheers
@yuri.bessa918 күн бұрын
Amazing tutorial! Thank you for sharing ^^
@markchan138711 күн бұрын
Architect here learning basic statics. Very thorough explanation. Good content.
@amirhamza-vw3gt11 күн бұрын
Please do for flat plat slab
@971475412212 күн бұрын
Excellent explaination, Thanks
@AmandaGumede-qv2cl13 күн бұрын
thank u so much
@iyadal-najjar351214 күн бұрын
Hello Did you share the ppt anywhere?
@AmandaGumede-qv2cl14 күн бұрын
watching this in 2024 thanks man
@teddwong519616 күн бұрын
Hello Prof Clayton. I like the format of your lecture slides. What app/program do you use to create your slides?
@xerveschex576116 күн бұрын
Statics is really just University Physics.. . Which is just Calculus 3.. . Which is just Pre-cal + Cal 1.. . I really love this ingraining process.
@osandapathiranage811417 күн бұрын
Thank you so much Clayton.Engineering mechanics would be much harder for me without your videos😁❤
@user-nb6bo6hl6d22 күн бұрын
You teach very very well! Thanks a lot!
@user-nb6bo6hl6d23 күн бұрын
Great!
@vikasbernela828026 күн бұрын
time 1.20.30, in triple product: u.(v x w) = u1(v2w2-v3w2) + u2(v2w1-v1w2) + u3(v1w2-v2w1). instead of neglecting w terms. am i right or typo error.
@blastfurnace7538Ай бұрын
I love your style so much, you always carefully consider the feeling of students, thanks a lot!
@kirkiribhaiАй бұрын
Been looking for this my whole adult life, so excited to go through all the lessons, thank you Doc. But why would you make all this available for free? I am not complaining though, love it.
@sudhanshuyadav8760Ай бұрын
we need to give damage parameter also , without giving this we are not able tom proceed
@leehoanminhАй бұрын
Very easy-to-understand and fun to watch =)) many jokes actually help to keep the lecture exciting! Thank a lot
@jeffersonmutasa4173Ай бұрын
Where can I get the pdf notes please
@ME19D506PVDivakarRajuАй бұрын
Hello Dr. Clayton, the psuedo time increment was calculated based on linear terms of Taylor series. I wanted to know, based on number of NR iteration how it is fixing increment size.
@Fatimah-vd6cqАй бұрын
Thank you so much for this video.
@SaidAliSaid-x4sАй бұрын
superb! Can you please share Timoshenko beam as well?
@curiosityCat8002 ай бұрын
Thank you so much for this. I feel i understand you more than my lecture times. Bless you
@muhammadomarkhayyamkhan35932 ай бұрын
Your steps to solve the problems are very simple and clear. You don’t assume that people know already something. It is very important in teaching because student like me always need some refresher. Thanks for your help
@quarstrongforce2 ай бұрын
Old, don't use anymore?
@TyperMozi2 ай бұрын
Thank you, Dr. Clayton. As an E.I.T. working in Ontario, I have found your videos extremely helpful. I never paid attention to this when I was taught steel design in my 4th year at school in Nova Scotia. Your content has been invaluable for my professional development. Keep up the great work!
@lisamhuru51082 ай бұрын
your videos are such an eye-opener
@nmahazizasesay57602 ай бұрын
It's 2024 and I'm happy u made this masterpiece 2yrs ago❤
@edwickkama-ib6bc2 ай бұрын
Thanks..... your a life saver👑🙏
@deniz.72002 ай бұрын
Why there is no "metric tensor"(g, G) explanation
@user-hv6ef9ie1g2 ай бұрын
Nice
@yowreesesame18032 ай бұрын
well understood. thanks
@loyisongcobo63712 ай бұрын
this is worth a million likes
@khaishchadha50942 ай бұрын
can u please share the ppt from which u are teaching
@jadkhalil92632 ай бұрын
You are the best!
@meryemkanay71552 ай бұрын
Simple and comprehensive.
@jadkhalil92632 ай бұрын
You are my favorite instructor ever :)
@jadkhalil92632 ай бұрын
you are the best Dr. Clayton. Thanks to you I understand continuum mechanics :)
@jadkhalil92632 ай бұрын
You are the best!
@jadkhalil92632 ай бұрын
You are the best!
@_.ah72 ай бұрын
What if i want to model a hyper elastic beam that has large deflection? What assumptions will i take then and how could i possibly make the calculations bearable? Thankyou